CN106971047A - A kind of BIM and the construction design method of the two-way insertion of software for calculation - Google Patents
A kind of BIM and the construction design method of the two-way insertion of software for calculation Download PDFInfo
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- G06F30/00—Computer-aided design [CAD]
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- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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Abstract
The present invention relates to structure-design technique field, a kind of BIM and the two-way insertion of software for calculation construction design method are disclosed.Including procedure below：Step 1, BIM threedimensional models and view are set up in BIM platforms；Step 2, specified BIM analysis models, the full detail needed for input structure is calculated in the model in BIM platforms；Step 3, the parsing BIM analysis models in BIM platforms, form data file；Step 4, the data file that loading previous step is formed in software for calculation, carry out Structure Calculation；Step 5, check and analysis result in software for calculation, if meeting code requirement and engineering design requirements, to step 6, otherwise return to step 1 is modified；Step 6, read result of calculation in BIM platforms, generation drawing and form.The present invention can improve structure design efficiency.
Description
Technical field
The present invention relates to structure-design technique field, particularly a kind of BIM and the structure design of the two-way insertion of software for calculation
Method.
Background technology
BIM is ((Building Information Modeling) as a kind of emerging Three-dimensional Design Technique, nearest
More than ten years, be gradually widely used in the design of engineering construction, construction, O＆M stage.But in the design of engineering
Stage, structure discipline designs still very delayed using BIM, and it is the specialties such as building, electromechanics typically passively to create BIM models
Use, hardly actively use BIM technology to carry out structure design.To find out its cause, carrying out structure design, effect using BIM technology
Rate is significantly less than traditional two-dimensional design mode unexpectedly.
Therefore, having been carried out the research of about 10 years both at home and abroad, multiple plug-in units are developed, BIM is realized and Structure Calculation is soft
The connection of part.It is summed up, there are following three kinds of modes：1) structural computational model is read in BIM platforms；2) by the three-dimensional moulds of BIM
Type and fractional load write-in software for calculation；3) model and the load bi-directional between BIM and software for calculation.The reality of 1st kind of mode
Matter is centered on software for calculation, first to carry out Structure Calculation and then create BIM models and drawing, this method flows with common design
Cheng Bufu, it is impossible to the extensive use in structure design；When reading in the computation model changed from BIM platforms, mould must be carried out
Type contrast, one by one confirm modification part be by computation model be defined also be to maintain it is constant, operate it is quite cumbersome；Import every time new
Computation model, hole, embedded part, buttress, mark, size marking in BIM drawings to changing component association etc. are both needed to corresponding benefit
Fill and change, workload is big, easily malfunctions.2nd kind of mode, when BIM models have change, re-writes after software for calculation,
Need to be checked and changed accordingly in software for calculation, and examine, change and supplement at the modification load on periphery and
Related setting, it is quite cumbersome.Therefore engineer is in structure design, to ensure correctness, it is to avoid cumbersome verification, modification and benefit
Work is filled, usually only the computation model, follow-up modification adjustment difference is generated using BIM models when creating computation model first
Completed manually in BIM models and software for calculation.3rd kind of mode, engineer needs the moment to keep current newest mould firmly in mind
Type is on earth at which side in order to avoid pass wrong direction, and BIM Model Transfers are not to being avoided that week for searching and examining at modification after software for calculation
Side load and related setting it is cumbersome, import that computation model can not solve model contrast and association diagram element is lost asks in BIM
Topic.
As can be seen that current connected mode, is only merely to realize BIM models and turn of computation model partial data
Change, do not make full use of the technical characterstic of BIM platforms, cause structure BIM design efficiencies low, be only capable of meeting the construction of simple structure
G- Design requirement, it is impossible to be widely popularized in the BIM designs of structure, cause current structure specialty to be reluctant actively to use BIM technology
The situation being designed.
Therefore, the characteristics of combining three-dimensional BIM platforms, the present invention proposes a kind of BIM design sides for meeting Structural Design Requirement
Method.
The content of the invention
There is provided a kind of BIM and the structure design side of the two-way insertion of software for calculation for above-mentioned problem by the present invention
Method.The characteristics of present invention takes full advantage of BIM platforms, centered on BIM platforms, completes software for calculation row in BIM platforms
Pre-treatment, reads result of calculation in BIM platforms, and the two-way insertion of the two is realized in this way.The present invention is avoided that information
Repeatedly input, the efficiency of structure design can be improved, greatly improve the operating efficiency of BIM designs.
The technical solution adopted by the present invention is as follows：A kind of BIM and the construction design method of the two-way insertion of software for calculation, specifically
Including procedure below：
Step 1, BIM threedimensional models and view are set up in BIM platforms；
Step 2, the specified BIM analysis models in BIM platforms, whole letters needed for input structure is calculated in the model
Breath；
Step 3, the parsing BIM analysis models in BIM platforms, form the raw data file of software for calculation；
Step 4, the data file that loading previous step is formed in software for calculation, carry out Structure Calculation；
Step 5, check and analysis result in software for calculation, if meeting code requirement and engineering design requirements, extremely
Step 6, otherwise return to step 1 is modified；
Step 6, read result of calculation in BIM platforms, generation drawing and form.
As further technical scheme, the detailed process of the step 1 is：Step 11, in BIM platforms create and repair
Change the BIM threedimensional models of structure, and form part planar, facade, cross section view；Step 12, in BIM platforms addition include hole
Accessory Members including hole, embedded part, buttress.
As further technical scheme, the step 2 includes：Step 21, in BIM platforms specify each component whether
BIM analysis models are enabled, it is real by being programmed in BIM platforms if BIM platforms do not have built-in BIM analysis model functions
The existing function；Step 22, to modifying and adjusting in BIM analysis models；Step 23, the setting constraint in BIM analysis models
Information, boundary condition；Step 24, in BIM analysis models input structure whole load；Step 25, the input in BIM platforms
Load Combination information；Step 26, in BIM analysis models input structure calculate when required design parameter；Step 27, in BIM point
Analyse and special component is specified in model；Step 28, in BIM analysis models set component computational length and computational length coefficient.
As further technical scheme, the step 24 is characterised by：Including wind load, snow load, geological process
All loads inside, quick input is realized by working out plug-in unit in BIM analysis models.
As further technical scheme, the parameter of structure design described in step 26 is whole designs needed for Structure Calculation
Parameter information, including the type of structural system, coefficient for importance of structure, material parameter, thickness of concrete cover, live load
Regulation coefficient, fortification intensity, seismic behavior when reduction, calculating.
As further technical scheme, the detailed process of the step 3 is：Step 31, in BIM platforms parse BIM
Analysis model；Step 32, with the form of all standing write software for calculation raw data file in, do not make model contrast, formed
The raw data file of software for calculation.
As further technical scheme, the step 4 is characterised by：Software for calculation is directly initiated in BIM platforms
And automatically open up step 32 formation data file calculated, or manually boot software for calculation and opening steps 32 generation
Data file is calculated.
As further technical scheme, the step 6 includes：Step 61, in BIM platforms supplement and improve each flat
Face, facade, cross section view, mark section or the model of each component, mark location dimension, form BIM planes, facade, profile
Paper；Step 62, reading result of calculation and the generation drawing relevant with result of calculation in BIM platforms, or opened in AutoCAD
And the drawing relevant with result of calculation of software for calculation generation is improved, or directly draw relevant with result of calculation in AutoCAD
Drawing；Step 63, utilize BIM platforms create statistical table.
As further technical scheme, the statistical table described in step 63 includes column material statistical form, beam Material Takeoff
Table, plate material statistical form, wall tab material, reinforcing bar statistical form, embedded part statistical form, hole statistical form, buttress statistical form, bracket
Statistical form.
Compared with prior art, having the beneficial effect that using above-mentioned technical proposal：
Compared to traditional two-dimensional design mode, the present invention can realize the raising of structure design efficiency, it is possible to increase make
User uses the operating efficiency that BIM is designed.
Compared to current BIM design methods, the characteristics of present invention takes full advantage of BIM platforms, by " BIM models ", " figure
Paper and statistical form ", " Structure Calculation " are organically combined together, and can increase substantially efficiency when structure is designed using BIM,
Quality and reliability is ensure that from source, each design phase from submitting a tender construction drawing can be used for.
Different parameter informations are inputted in BIM analysis models, it is many that the present invention can efficiently realize that 1 structural model is divided into
Individual model difference is calculated；The present invention can resolve to BIM analysis models the raw data file of different software for calculation, can be efficiently
Realize that multiple software for calculation calculate same structural model.The present invention can not only be applied to the BIM of industry and Civil structure
Design, moreover it is possible to be generalized in the structure BIM of other industries designs.
Embodiment
The present invention is described further with reference to embodiment.
A kind of BIM and the construction design method of the two-way insertion of software for calculation, specifically include procedure below：Step 1, in BIM
BIM threedimensional models and view are set up in platform；Step 2, the specified BIM analysis models in BIM platforms, in the model input are tied
Structure calculates required full detail；Step 3, the parsing BIM analysis models in BIM platforms, form the initial data of software for calculation
File；Step 4, the data file that loading previous step is formed in software for calculation, carry out Structure Calculation；Step 5, in software for calculation
In check and analysis result, if meeting code requirement and engineering design requirements, to step 6, otherwise return to step 1 is repaiied
Change；Step 6, read result of calculation in BIM platforms, generation drawing and form.
The step 1 is structure BIM threedimensional models and BIM planes, facade, the establishment process of cross section view, detailed process
For：Step 11, the BIM threedimensional models in BIM platforms creating and changing structure, and form part planar, facade, section and regard
Figure；Step 12, Accessory Members of the addition including hole, embedded part, buttress in BIM platforms.
In the step 2：Step 21, in BIM platforms specify each component whether enable BIM analysis models." BIM points
Analysis model " is typically from " BIM threedimensional models ".If BIM platforms do not have built-in BIM analysis model functions, by compiling
Journey realizes the function in BIM platforms；Step 22, to modifying and adjusting in BIM analysis models；Step 23, BIM analysis
Constraint information, boundary condition are set in model；For example, the constraint information of component ends, for concrete component, preferably directly exists
Specified in BIM analysis models, for steel member, then directly read the constraint information in structure BIM threedimensional models, in BIM analyses
Supplemented in model and perfect；Step 24, the whole that quick input structure is realized by working out plug-in unit in BIM analysis models
Load；All loads including wind load, snow load, geological process,；Step 25, in BIM platforms input Load Combination
Information；Step 26, the entire infrastructure design parameter in BIM analysis models needed for input structure calculating, including structural system
Type, coefficient for importance of structure, thickness of concrete cover, the reduction of live load, calculate when regulation coefficient, fortification intensity,
Seismic behavior；Step 27, the specified special component in BIM analysis models；Step 28, the setting component in BIM analysis models
Computational length and computational length coefficient.
The detailed process of the step 3 is：Step 31, the parsing BIM analysis models in BIM platforms；Step 32, by calculating
The data format of software, writes the raw data file of software for calculation in the form of all standing；In the data file, including section
Point is specified with grid, rod member numbering, specified Slab element, material definition, bar cross section, rotation angle, construction material, bearing, bar
The content such as end constraint, load and operating mode, Load Combination.
The step 4 is characterised by：Software for calculation is directly initiated in BIM platforms and step 32 formation is automatically opened up
Data file is calculated, or is manually booted the data file that software for calculation and opening steps 32 generate and calculated.
The step 6 includes：Step 61, supplement and improve each plane, facade, cross section view in BIM platforms, mark is each
The section of component or model, mark location dimension, form BIM planes, facade, section drawing；Step 62, the reading in BIM platforms
Take result of calculation and the generation drawing relevant with result of calculation, or opened in AutoCAD and improve software for calculation generation with
The relevant drawing of result of calculation, or the directly drafting drawing relevant with result of calculation in AutoCAD；It is step 63, flat using BIM
Platform creates statistical table, including column material statistical form, beam tab material, plate material statistical form, wall tab material, reinforcing bar system
Count table, embedded part statistical form, hole statistical form, buttress statistical form, bracket statistical form.
One of embodiment, the design of certain concrete frame structure, its flooring secondary beam is girder steel.BIM platforms are used
Revit, software for calculation uses PKPM.(1) threedimensional model of structure is created in Revit, while creating flat, vertical, sectional view, so
The components such as hole, embedded part, buttress, bracket are added afterwards.The connection for specifying girder steel two ends is " being hinged ", " rigid connection " or " sliding hinge ".
(2) structural elements for enabling " analysis model ", modification and adjustment analysis model are specified in Revit.Using independent development program,
The whole design datas inputted in Revit analysis models required for PKPM is calculated, including constraint information, boundary condition, load
Operating mode, load, Load Combination, parameter of structure design, special component, computational length and computational length coefficient etc..Can first it travel through
Steel member in Revit analysis models simultaneously reads its " starting point connection " and " terminal connection " parameter in Revit threedimensional models,
Input constraint information.Independent development program belongs to prior art means for those skilled in the art in the present embodiment.(3) utilize
Independent development program, parses Revit analysis models in Revit, and PKPM raw data file is write in the form of all standing
In " .jws ".(4) PKPM is directly invoked in Revit using independent development program to be calculated, or the artificial opening in PKPM
" .jws " file of previous step formation is calculated.(5) checked in PKPM and the global index of analytical structure and each component
Result of calculation, if meeting code requirement and engineering design requirements, to step (6), otherwise return to step (1) is modified.(6) exist
Section or the model of each component are marked in Revit, location dimension is marked, BIM planes, facade, section drawing is formed.Using autonomous
Exploitation program, reads in PKPM result of calculation, generation beam, plate, post arrangement of reinforcement, steel beam connecting joint detail drawing in Revit.
The tab materials such as post, beam, plate, embedded part, hole, buttress, bracket are created in Revit.
Another embodiment therein, is the design of certain thermal power plant steel construction main building, and its structure type is steel framework
Frame-supporting construction.BIM platforms use Revit, be divided into main frame (frame beam column and vertical support) and floor structure (secondary beam,
Floor, horizontal support) two working sets, carry out collaborative design in a hub file by the people of first, second two respectively.Main frame and
The load and Load Combination that floor structure is used are different, final to determine that calculating main frame using STAAD.PRO by first is used in combination
SAP2000 makees calculation review, and second calculates floor structure using PKPM.Main operational steps are identical with upper one embodiment, this place
The content being different from only is described：(1) main frame, the working set of floor structure, the first and second two people are divided in Revit hub files
Collaboration creates the threedimensional model of structure.It is " being hinged ", " rigid connection " or " sliding hinge " to set post, beam, the connection at support two ends.(2)
In Revit analysis models, the load case and the scope of Load Combination number of main frame and floor structure are first divided：Such as load
Operating mode 1~30 is main frame, and load case 31~40 is floor structure；Load Combination 101~3000 is main frame, lotus
It is floor structure to carry combination 3001~4000.Then independent development program is utilized, the first and second two people input respective load respectively
And Load Combination.(3) when writing the initial data of software for calculation using independent development program, main frame and floor structure should be selected
Respective load case, load, Load Combination.First writes data into STAAD.PRO data file " .std " and SAP2000
Data file " .sdb ", second is write data into PKPM data file " .jws ".When writing data into " .std ",
STAAD.PRO it is distinctive and with fix command of the model payload data without direct relation, for example " Print Story Drift ",
" Cut Off Frequency ", " Set ZUp " etc., can temporarily in STAAD.PRO preceding processing set, data write when
The field is not covered.(4) first operation STAAD.PRO, SAP2000 are calculated, and second operation PKPM is calculated.(5) first exists
Checked in STAAD.PRO, SAP2000 and analysis result, second is checked and analysis result in PKPM, if meeting specification
It is required that and engineering design requirements, to step (6), otherwise return to step (1) is modified.(6) the first and second two people complete respective figure
Paper and statistical form.
The invention is not limited in foregoing embodiment.The present invention, which is expanded to, any in this manual to be disclosed
New feature or any new combination, and disclose any new method or process the step of or any new combination.If this
Art personnel, the unsubstantiality done in the spirit for not departing from the present invention is altered or modified, and should all belong to power of the present invention
The claimed scope of profit.
Claims (8)
1. a kind of BIM and the construction design method of the two-way insertion of software for calculation, it is characterised in that including procedure below：
Step 1, BIM threedimensional models and view are set up in BIM platforms；
Step 2, specified BIM analysis models, the full detail needed for input structure is calculated in the model in BIM platforms；
Step 3, the parsing BIM analysis models in BIM platforms, form the data file of software for calculation；
Step 4, the data file that loading previous step is formed in software for calculation, carry out Structure Calculation；
Step 5, check and analysis result in software for calculation, if meeting code requirement and engineering design requirements, to step
6, otherwise return to step 1 modify；
Step 6, result of calculation is read in BIM platforms, and generate drawing and form.
2. BIM as claimed in claim 1 and the construction design method of the two-way insertion of software for calculation, it is characterised in that the step
Rapid 1 detailed process is：Step 11, in BIM platforms create and change structure BIM threedimensional models, and formed part planar,
Facade, cross section view；Step 12, Accessory Members of the addition including hole, embedded part, buttress in BIM platforms.
3. BIM as claimed in claim 2 and the construction design method of the two-way insertion of software for calculation, it is characterised in that the step
Rapid 2 include：Step 21, in BIM platforms specify whether each component enables BIM analysis models, if BIM platforms are without built-in
BIM analysis model functions, then realize the function by being programmed in BIM platforms；Step 22, BIM analysis models are repaiied
Change and adjust；Step 23, setting constraint information and boundary condition in BIM analysis models；Step 24, in BIM analysis models
The whole load of input structure；Step 25, the input Load Combination information in BIM platforms；26th, inputted in BIM analysis models
Required design parameter during Structure Calculation；Step 27, the specified special component in BIM analysis models；Step 28, BIM analyze mould
The computational length and computational length coefficient of component are set in type.
4. BIM as claimed in claim 3 and the construction design method of the two-way insertion of software for calculation, it is characterised in that the step
In rapid 24, all loads including wind load, snow load, geological process, by working out plug-in unit reality in BIM analysis models
Now quick input.
5. BIM as claimed in claim 4 and the construction design method of the two-way insertion of software for calculation, it is characterised in that step 26
Described parameter of structure design is whole parameter informations needed for Structure Calculation, includes type, the structural consequences of structural system
Regulation coefficient, fortification intensity, antidetonation when coefficient, material parameter, thickness of concrete cover, the reduction of live load, calculating etc.
Level.
6. BIM as claimed in claim 5 and the construction design method of the two-way insertion of software for calculation, it is characterised in that the step
Rapid 3 detailed process is：Step 31, the parsing BIM analysis models in BIM platforms；Step 32, by the form of all standing write-in in terms of
In the raw data file for calculating software, do not make model contrast, form the raw data file of software for calculation.
7. BIM as claimed in claim 6 and the construction design method of the two-way insertion of software for calculation, it is characterised in that：The step
In rapid 4, the data file that software for calculation is directly initiated in BIM platforms and step 32 formation is automatically opened up is calculated, or
The data file for manually booting software for calculation and the generation of opening steps 32 is calculated.
8. BIM as claimed in claim 7 and the construction design method of the two-way insertion of software for calculation, it is characterised in that the step
Rapid 6 include：Step 61, supplement and improve each plane, facade, cross section view in BIM platforms, mark section or the type of each component
Number, location dimension is marked, BIM planes, facade, section drawing is formed；Step 62, reading result of calculation and life in BIM platforms
Into the drawing relevant with result of calculation, or opened in AutoCAD and improve the relevant with result of calculation of software for calculation generation
Drawing, or the drafting drawing relevant with result of calculation in AutoCAD；Step 63, utilize BIM platforms create statistical table.
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| CN111539128A (en) * | 2020-05-14 | 2020-08-14 | 中国电子科技集团公司第十四研究所 | Rapid correlation system and method for structure model telecommunication design and structure design |
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